a w-section is used as a column and is supported by a concrete pedestal as shown. the column will support a service deadload of 450KN and service live load of 650KN. The concrete strength (f'c) = 21 MPa. Determine the dimensions of the baseplate using asd method & NSCP (AISC) specifications. Note: concrete footing dimension 450 x 450 mm -Steel Cokmn Base Plate Grout -Washer and Thread Concrete Footing- Ancher Rod Sbear Lug

a w-section is used as a column and is supported by a concrete pedestal as shown. the column will support a service deadload of 450KN and service live load of 650KN. The concrete strength (f'c) = 21 MPa. Determine the dimensions of the baseplate using asd method & NSCP (AISC) specifications. Note: concrete footing dimension 450 x 450 mm -Steel Cokmn Base Plate Grout -Washer and Thread Concrete Footing- Ancher Rod Sbear Lug

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

Give me right answer with short explanation... Urgent Thank you
Answer Options Correct Q.No Question/Statement Answer A Select the grade of concrete required for 1 М5 M50 M15 М80 airport runways. The load which has fixed size and location is 2 called as Environmental All answers Dead load Live load Load are wrong Top surface of the tensile Bottom The clear cover of the RCC beam is taken as Centre of surface of the Bottom of the gravity of the tensile steel vertical distance from the base of the beam to steel tensile steel beam the reinforcement reinforcement 4 Stocky column generally fails by_ Compression Tension Buckling Deflection In a one way slab the main reinforcement is provided along All answers Both long and short span Long span Short span are wrong All answers Flat slab is placed above Drop panels Column Column head are correct The maximum percentage of reinforcement in 7 RCC short column, based on practical 0.8% 4% 6% 2% difficulties is For reinforced concrete wall D4B When to columns are far, select the type of foundation Trapezoidal…
Give me right solution
A half-block concrete masonry unit is tested for compressive strength. Theoutside dimensions of the specimen are 190 mm X 190 mm X 190 mm.The cross section is a hollow square with a wall thickness of 25 mm. Theload is applied perpendicular to the hollow cross section and the maximum load is 225 kN.a. Determine the gross area compressive strength.b. Determine the net area compressive strength.
For parallel nonpresstressed reinforcement in a horizontal layer, clear spacing shall be at least the greatest of ____ db and (4/3 max diameter of aggregates) a) 25mmb) 50mmc) 10mmd) 40mm
the last part is where I'm having trouble..
A simply supported beam 6.5m long, 350mmx500mm, prestressed with a straight tendon located 150mm below the neutral axis with effective prestressing force, Pe, of 300kN. Total load carried by the beam is 20kN/m. A. Determine the area of the concrete, mm2.B. Determine the section modulus of the concrete in x10^3 mm^3C. Determine the compressive stress caused by the tendon alone if Pe is at the centroid, MPa
Determine the development length required in bar diameter for the epoxy-coated top bars of the beam with 6 - #9 longitudiinal bars, bw = 14", side and bottom cover = 2.5", spacing between bars is 4.5" o. c., normal concrete with f'c = 4 ksi, fy = 60,000 psi. Assume Ktr = 0. Express your answer in whole number.
A beam having a width of 500 mm and a total depth of 800mm is reinforced with 6-32mm dia bars Compressive strength of concrete is 28 MPa and yield strength of reinforcing bars is 420MPaa) depth of the compression blockb) strain in the tension reinforcementc) moment reduction factor
This is civil engineering concrete design practice. Everything needed is provided. Please answer all parts to the best of your ability. Provide thorough answer and explanation. This is only one question with a max of 2 parts due to guidelines.
Compare the compressive strength and the splitting tensile strength.of following concrete.
Give the comparison of the Pre – Stressed Concrete andthat Cast in Place concrete.